Summary for Test 2023-09-21-49-2
Test performed: AASHTO T315-22Project Information
Project Identifiers | Project ID: 993279 DEA: 010E0904 EFIS: 0113000123 |
---|---|
DIST-CO-RTE-PM | 01-MEN-20-33.3/34.4 |
Award Date | 05/06/2022 |
Closeout Date | Not set |
Work Description | CONSTRUCT NEW BRIDGE, REMOVE TWO BRIDGES, EARTHWORK AND PAVING. (Bridge No. 10-0310) |
Location Description | MENDOCINO COUNTY NEAR UKIAH FROM 0.3 MILE WEST OF RUSSIAN RIVER BRIDGE AND OVERHEAD TO 0.3 MILE EAST OF COUNTY ROAD 144 |
QA Service Level | 1 (Verified on 10/04/2021) |
Sample Information
Sample Taken Date | 09/21/2023 | Sample Unique Key | 49 |
---|---|---|---|
Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 09/26/2023 |
Sample type | Quality Assurance | A brief description of the sample | PG58-22 |
The quantity of what the sample constitutes | 1 Can | From where was the sample collected | Job Site |
First name of sampler or witnessed by | Riley | Last name of sampler or witnessed by | Melvin |
Title of sampler | Telephone number of sampler | ||
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Valero - Benicia, CA | Transportation Laboratory (TL) Number | 972002 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Asphalt Binder | Performance Grade | PG 58-22 |
---|---|---|---|
Modified | No | Lot number | |
Sublot number | Tank number | ||
Time of sample | HMA Supplier | ||
Certified Asphalt Supplier | Valero Marketing & Supply - Benicia CA | Multigrade | Yes |
Multigrade Type | PG 58-22 / PG 58-16 | Asphalt Binder Mix Number |
Test Details
DIME Sample ID: 2023-09-21-49
DIME Test ID: 2023-09-21-49-2
Testing Lab: CT HQ - Sacramento Asphalt Binder Laboratory
Test Method: AASHTO T315-22: Standard Method of Test for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer (DSR) (Dynamic Shear)
Test Release Date: 2023-10-04
Test Results
Phase: Original binder
Input Type: Measured
Tester's full name: Alonso Lopez-Sanchez
Date of test: 09/27/2023
Test Gap: 1 mm
Test Frequency: 10.0 rad/s
Strain Amplitude: 12.00 %
Stress Amplitude: 0.247 kPa
Phase Angle (δ) (for the 10 cycles): 84.0 degree
Complex Modulus (G*) (for the 10 measurements): 2.049 kPa
Test Temperature (Specimen 1): 58.0 C
Dynamic Shear, G*/sin(δ): 2.06 kPa
General comments (publicly viewable) (Max 1000 characters): OG #2
Test was verified on 10/4/2023 ✔